Bolt-net supporting technique for a gateway with JS composite roof
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摘要: 基于現場實踐及工程地質調查,結合工程地質理論與大變形力學原理,確認了鎮城底礦煤巷頂板具有節理化軟巖的特點,并具有膨脹型和結構變形型的復合型變形力學機制.應用有限差分程序FLAC2D,進行了軟巖頂板復合型變形力學機制向單一型轉化的力學對策和支護參數優化的模擬分析,提出了錨網索聯合支護形式和支護順序.經現場工業性試驗,成功解決了在采動壓力下煤巷軟巖頂板難以支護的難題.Abstract: Based on engineering practice and amounts of geological survey analysis, combined with the theory of engineering geology and the principle of large deformation mechanics, the compound deformation mechanics mechanism of soft rock with tiny swelling and structure-deformed type (JS) was affirmed in the roof of coal roadways in Zhenchengdi Coal Mine, China. FLAC was used to analyze the mechanical measures and optimize support parameters while the deformation mechanical mechanism of soft rock transforming from compound to simple. The results of field experiments showed that the compound supporting of bolt-wire mesh-anchor has successfully solved many difficult problems for years in coal roadways of Zhenchengdi Coal Mine.
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Key words:
- soft rock /
- support /
- bolting system /
- numerical simulation /
- large deformation
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